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Design of Steel Structure

Design of Steel Structure
The minimum thickness of a steel plate, which is directly exposed to weather and is not accessible for cleaning and repainting, should be:

10 mm
4.5 mm
8 mm
6 mm

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Design of Steel Structure
The use of tie plates in laced columns is

prohibited
permitted at start and end of lacing system only
permitted between two parts of the lacing
not prohibited

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Design of Steel Structure
Lacing bars in a steel column should be designed to resist

2.5% of the column load
Shear force due to 2.5% of the column load
Both (A) and (B)
Bending moment due to 2.5% of the column load

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Design of Steel Structure
The heaviest I-section for same depth is

ISMB
ISHB
ISWB
ISLB

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Design of Steel Structure
Which of the following sections should preferably be used at places where torsion occurs?

Channel section
Angle section
Any of these
Box type section

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Design of Steel Structure
Bearing stiffeners are provided at i) the supports ii) the mid span iii) the point of application of concentrated loads The correct answer is

both (i) and (ii)
both (i) and (iii)
(i), (ii) and (iii)
only (i)

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